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Sichtung und Aufbereitung der Kenntnisse zur Schalenstabilität für die Teile 3 und 4 des Eurocode 3. Schlußbericht.
Herbert Schmidt (Taschenbuch, Deutsch)
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Beschreibung
In die 1990 erschienene Stahlbau-Grundnorm DIN 18800 Teil 4 bzw. den 1993 erschienenen zugehörigen Beuth-Kommentar sowie in den ebenfalls 1993 erschienenen Entwurf der DASt-Richtlinie 017 ist das seinerzeit verfügbare "normungsfähige" Wissen über Schalenstabilität eingeflossen. Zur Zeit wird im Rahmen der Arbeiten an Eurocode 3 eine Grundnorm EC3-Part 1.6 "Strength and stability of steel shell Dieses Produkt haben wir gerade leider nicht auf Lager.
Handgeprüfte Gebrauchtware
Bis zu 50 % günstiger als neu
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Technische Daten
Erscheinungsdatum
01.10.1997
Sprache
Deutsch
EAN
9783816749288
Herausgeber
Fraunhofer IRB Verlag
Sonderedition
Nein
Autor
Herbert Schmidt
Seitenanzahl
30
Einbandart
Taschenbuch
Schlagwörter
Stahlbau, Schale, Baumechanik/Baustatik, Beulen, Baunormung, Übernational, Bauforschung, Allgemein, Stahlbau, Schale, Stabilität, Beulen, Stahlkonstruktion, Schornstein, Silo, Pipeline, Behälter, Regelwerk, Normung, Stahlbauteil, Eurocode 3, Schalenbeulen
Thema-Inhalt
TN - Bauingenieur-, Vermessungs- und Bauwesen
TNK - Hochbau und Baustoffe
AMG - Architektur: Öffentliche Einrichtungen, Verwaltungsgebäude
Inhaltsverzeichnis
1 General
1.1 Scope
1.2 Distinction between principles and application mies
1.3 Assumptions
1.4 Definitions
1.4.1 Structural forms
1.4.2 Limit state terminology
1.4.3 Actions
1.5 SI Units
1.6 Symbols
2 Basic design requirements
2.1 Design values of geometrical data
2.2 Geometrical tolerances and geometrical imperfections
2.3 Shell boundary conditions
2.4 Material properties
3 Basis of the ultimate limit state design of steel shells
3.1 Fundamental requirements
3.2 Ultimate limit states to be considered
3.2.1 LS1: Plastic collapse or tensile rupture
3.2.2 LS2: Cyclic plastification
3.2.3 LS3: Buckling
3.2.4 LS4: Fatigue
3.3 Design concepts for the limit state design of shells
3.3.1 General
3.3.2 Stress design
3.3.2.1 General
3.3.2.2 Primary stresses
3.3.2.3 Secondary stresses
3.3.2.4 Local stresses
3.3.3 Direct design
3.3.4 Design by global analysis: Finite element analysis
4 Stress resultants and stresses in shells
4.1 Stress resultants in the shell
4.2 Modelling of the shell for the analysis
4.2.1 Geometry
4.2.2 Boundary conditions
4.2.3 Actions and environmental influences
4.2.4 Stress resultants and stresses
4.3 Types of analysis
4.3.1 Membrane theory
4.3.2 Linear shell analysis (LA)
4.3.3 Geometrically nonlinear elastic analysis (GNA)
4.3.4 Materially nonlinear analysis (MNA)
4.3.5 Geometrically and materially nonlinear elastic analysis (GMNA)
4.3.6 Geometrically nonlinear elastic analysis with imperfections included (GNIA)
4.3.7 Geometrically and materially nonlinear analysis with imperfections included (GMNIA)
5 Plastic collapse or tensile rupture limit state (LS1)
5.1 Design values of action
5.2 Stress design
5.2.1 Design values of stresses
5.2.2 Design values of resistance
5.2.3 Stress limitation
5.3 Direct design
5.4 Design by global MNA or GMNA analysis
6 Cyclic plasticity limit state (LS2)
6.1 Design values of action
6.2 Stress design
6.2.1 Design values of stress range
6.2.2 Design values of resistance
6.2.3 Stress range limitation
6.3 Direct design
6.4 Design by global MNA or GMNA analysis
6.4.1 Design values of plastic strain range
6.4.2 Plastic strain range limitation
7 Buckling limit state (LS3)
7.1 Design values of actions
7.2 Special definitions and symbols
7.2.1 Definitions
7.2.2 Symbols
7.3 Buckling-relevant geometrical tolerances
7.4 Stress design
7.4.1 Design values of stresses
7.4.2 Design values of resistance (buckling strength)
7.4.3 Stress limitation (buckling strength verification)
7.5 Direct design
7.6 Design by global LA or GNA analysis
7.6.1 Design value of action
7.6.2 Design value of resistance
7.6.3 Buckling strength verification
7.7 Design by global GMNA analysis
7.7.1 Design value of action
7.7.2 Design value of resistance
7.7.3 Buckling strength verification
7.8 Design by global GNTA or GMNIA analysis
7.8.1 Design value of action
7.8.2 Design value of resistance
7.8.3 Buckling strength verification
8 Fatigue limit state (LS4)
8.1 Design values of actions
8.2 Stress design
8.2.1 General
8.2.2 Design values of stress range
8.2.3 Design values of resistance (fatigue strength)
8.2.4 Stress range limitation
8.3 Design by global LA or GNA analysis
1.1 Scope
1.2 Distinction between principles and application mies
1.3 Assumptions
1.4 Definitions
1.4.1 Structural forms
1.4.2 Limit state terminology
1.4.3 Actions
1.5 SI Units
1.6 Symbols
2 Basic design requirements
2.1 Design values of geometrical data
2.2 Geometrical tolerances and geometrical imperfections
2.3 Shell boundary conditions
2.4 Material properties
3 Basis of the ultimate limit state design of steel shells
3.1 Fundamental requirements
3.2 Ultimate limit states to be considered
3.2.1 LS1: Plastic collapse or tensile rupture
3.2.2 LS2: Cyclic plastification
3.2.3 LS3: Buckling
3.2.4 LS4: Fatigue
3.3 Design concepts for the limit state design of shells
3.3.1 General
3.3.2 Stress design
3.3.2.1 General
3.3.2.2 Primary stresses
3.3.2.3 Secondary stresses
3.3.2.4 Local stresses
3.3.3 Direct design
3.3.4 Design by global analysis: Finite element analysis
4 Stress resultants and stresses in shells
4.1 Stress resultants in the shell
4.2 Modelling of the shell for the analysis
4.2.1 Geometry
4.2.2 Boundary conditions
4.2.3 Actions and environmental influences
4.2.4 Stress resultants and stresses
4.3 Types of analysis
4.3.1 Membrane theory
4.3.2 Linear shell analysis (LA)
4.3.3 Geometrically nonlinear elastic analysis (GNA)
4.3.4 Materially nonlinear analysis (MNA)
4.3.5 Geometrically and materially nonlinear elastic analysis (GMNA)
4.3.6 Geometrically nonlinear elastic analysis with imperfections included (GNIA)
4.3.7 Geometrically and materially nonlinear analysis with imperfections included (GMNIA)
5 Plastic collapse or tensile rupture limit state (LS1)
5.1 Design values of action
5.2 Stress design
5.2.1 Design values of stresses
5.2.2 Design values of resistance
5.2.3 Stress limitation
5.3 Direct design
5.4 Design by global MNA or GMNA analysis
6 Cyclic plasticity limit state (LS2)
6.1 Design values of action
6.2 Stress design
6.2.1 Design values of stress range
6.2.2 Design values of resistance
6.2.3 Stress range limitation
6.3 Direct design
6.4 Design by global MNA or GMNA analysis
6.4.1 Design values of plastic strain range
6.4.2 Plastic strain range limitation
7 Buckling limit state (LS3)
7.1 Design values of actions
7.2 Special definitions and symbols
7.2.1 Definitions
7.2.2 Symbols
7.3 Buckling-relevant geometrical tolerances
7.4 Stress design
7.4.1 Design values of stresses
7.4.2 Design values of resistance (buckling strength)
7.4.3 Stress limitation (buckling strength verification)
7.5 Direct design
7.6 Design by global LA or GNA analysis
7.6.1 Design value of action
7.6.2 Design value of resistance
7.6.3 Buckling strength verification
7.7 Design by global GMNA analysis
7.7.1 Design value of action
7.7.2 Design value of resistance
7.7.3 Buckling strength verification
7.8 Design by global GNTA or GMNIA analysis
7.8.1 Design value of action
7.8.2 Design value of resistance
7.8.3 Buckling strength verification
8 Fatigue limit state (LS4)
8.1 Design values of actions
8.2 Stress design
8.2.1 General
8.2.2 Design values of stress range
8.2.3 Design values of resistance (fatigue strength)
8.2.4 Stress range limitation
8.3 Design by global LA or GNA analysis
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